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Hydrational stress

Stresses caused by chemical forces, such as hydration stress, can have a considerable influence on the stability of a wellbore [364]. When the total pressure and the chemical potential of water increase, water is absorbed into the clay platelets, which results either in the platelets moving farther apart (swelling) if they are free to move or in generation of hydrational stress if swelling is constrained [1715]. Hydrational stress results in an increase in pore pressure and a subsequent reduction in effective mud support, which leads to a less stable wellbore condition. [Pg.62]

M. Chen, Z. Chen, and R. Huang. Hydration stress on wellbore stability. In Proceedings Volume, pages 885-888. 35th US Rock Mech Symp (Reno, NV, 675-6/7), 1995. [Pg.371]

C. P. Tan, B. G. Richards, S. S. Rahman, and R. Andika. Effects of swelling and hydrational stress in shales on wellbore stability. In Proceedings Volume, pages 345-349. SPE Asia Pacific Oil Gas Conf (Kuala Lumpur, Malaysia, 4/14—4/16), 1997. [Pg.467]

The total aqueous potential (pressure and chemical potential) of the pore fluid increases with the increase in pore pressure and/or chemical potential (decrease in salt concentration). When the total aqueous potential of the pore fluid increases, water will be adsorbed into the clay platelets. The water adsorption will result in either the platelets moving further apart i.e., swelling if they are free to expand, or the generation of hydrational stress if swelling is constrained. The process can be represented by (Tan et al., 1997) ... [Pg.584]

The generation of hydrational stress due to the rock material constrained from swelling is given by... [Pg.584]

As the effects of (rock matrix) swelling are mainly on effective stress, they can be taken into account by keeping track of changes in rock water potential or effective stresses, and the strain induced (swelling and hydrational stress model. Equations 14 to 16). The hydrational stress can be considered as additional internal stress in the equilibrium equations. [Pg.585]

Maintenance of conditions ia the culture environment that keep stress to a minimum is one of the best methods of a voiding diseases. Vacciaes have beea developed agaiast several diseases and more are under development. Selective breeding of animals with disease resistance has met with only limited success. Good sanitation and disiafection of contaminated faciUties are important avoidance and control measure. Some disiafectants are Hsted ia Table 6. Poad soils can be sterilized with burnt lime (CaO), hydrated lime [Ca(OH)2], or chlorine compounds (12). [Pg.22]

Type IV (Low Heat of Hydration). Type IV is used where the rate and amount of heat generated from hydration have to be minimised, ie, large dams. Compared to Type I, Type IV Pordand cement has only about 40 to 60% of the heat of hydration during the tirst seven days and cures at a slower rate. In large stmctures such as dams where the heat of hydration cannot be readily released from the core of the stmcture, the concrete may cure at an elevated temperature, and thermal stresses can build up in the stmcture because of nonuniform cooling that weakens the stmcture. U.S. production of Type IV Pordand cement is less than 1%. [Pg.323]

Fig. 7. Schematic representation of hydration causing crack propagation in a wedge test specimen. The increase in volume upon hydration induces stresses at the crack tip that promote crack growth 19,391. Fig. 7. Schematic representation of hydration causing crack propagation in a wedge test specimen. The increase in volume upon hydration induces stresses at the crack tip that promote crack growth 19,391.
The slow rate of hydration for buried surfaces is desirable from a service point of view, but makes the study and evaluation of the durability of surface treatments difficult unless wedge tests (ASTM D3762) or similar tests are used to accelerate the degradation. As for the wedge test, the stress at the crack tip, together with the presence of moisture at the tip, make this a more severe test than soaked lap shear specimens or similar types and therefore a better measure of relative durability. [Pg.961]

Following a published procedure for converting substituted anilines to isatins by reaction with chloral hydrate and hydroxylamine [1], it was noticed that at the end of the first stage (formation of an isonitrosoacetanilide), the odour of hydrogen cyanide was present, and this was confirmed by a Prussian blue test [2], In related work, concentrations of 100-200 ppm of hydrogren cyanide were found [3]. A mechanism for its formation from chloral hydrate and hydroxylamine was proposed [2], and the need for appropriate precautions was stressed [2,3],... [Pg.284]

Formed by fluorine oxidation of the dilithium salt of hexafluoroacetone hydrate, it is unstable and explosive. The chloropentafluoro homologue is similar. Proponents of their use as reagents claim that the dimethyl and methyltrifluoromethyl analogues are not explosive this seems improbable, especially since the less stressed lower dioxetanes (homodioxiranes) are all dangerous. [Pg.388]


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